Problem

Analyze the frame in Figure P10.28. Notice that sidesway is possible because the load is u...

Analyze the frame in Figure P10.28. Notice that sidesway is possible because the load is unsymmetric. Compute the horizontal displacement of joint B. Given: E = 29,000 kips/in.² and I = 240 in.⁴ for all members.

Figure P10.28:

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Solutions For Problems in Chapter 10

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